Uniform Building Code |
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Page 195
... allowable unit stress for extreme fiber in bending . allowable unit stress for extreme fiber in bending , adjusted for slenderness . = actual unit stress for extreme fiber in bending . = allowable unit stress in compression parallel to ...
... allowable unit stress for extreme fiber in bending . allowable unit stress for extreme fiber in bending , adjusted for slenderness . = actual unit stress for extreme fiber in bending . = allowable unit stress in compression parallel to ...
Page 270
... Allowable stresses for dry conditions of use shall be applicable when the moisture content in service is 16 percent or less as in most covered structures . For wet conditions of use the following maximum percentage of the dry use ...
... Allowable stresses for dry conditions of use shall be applicable when the moisture content in service is 16 percent or less as in most covered structures . For wet conditions of use the following maximum percentage of the dry use ...
Page 455
... allowable compressive stress for member considered as an axially loaded column , k.s.i. = allowable compressive stress for member considered as a beam , k.s.i. = = = = = = = Fec = Fr Fpw F Fs Fsu F F su Suw F sy syw F tu tuw F ty Flyw ...
... allowable compressive stress for member considered as an axially loaded column , k.s.i. = allowable compressive stress for member considered as a beam , k.s.i. = = = = = = = Fec = Fr Fpw F Fs Fsu F F su Suw F sy syw F tu tuw F ty Flyw ...
Contents
Effective Use of the Uniform Building Code | 20 |
Permits and Inspections | 29 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
accordance additional allowable applied approved assembly bars beam bearing bending Building Official ceiling Chapter Code columns compression concrete conform considered construction continuous covered Decking determined diameter direction distance Division effective equal equipment exceed EXCEPTION Exits exterior walls face factor feet fire Fire Zone fire-resistive floor foot forces frame grade Grain greater Group grout height horizontal hour inches increased inspection installed joints lateral least length less limited live load load located masonry materials maximum mortar nails noncombustible Occupancies one-hour openings panel Parallel partitions percent permitted placed portion protected reinforcement resisting roof rooms Select Structural separated shear sheathing side solid space span Special specified specified in Section square feet steel story strength studs Surfaced Table tension tests thickness timber tion Type U.B.C. Standard unit unit stress values ventilation vertical wide width wood